Research article Vol. 13 No. 1 (2017): International Journal for Computational Civil and Structural Engineering

TWO-STAGE GRID METHOD OF SOLUTION OF BOUNDARY PROBLEMS OF STRUCTURAL MECHANICS WITH THE USE OF DISCRETE HAAR BASIS

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TWO-STAGE GRID METHOD OF SOLUTION OF BOUNDARY PROBLEMS OF STRUCTURAL MECHANICS WITH THE USE OF DISCRETE HAAR BASIS

Authors

  • Marina L. Mozgaleva National Research Moscow State University of Civil Engineering, Moscow, RUSSIA

DOI:

https://doi.org/10.22337/2587-9618-2017-13-1-69-85

Keywords:

boundary problems, discrete formulation, discrete Haar basis, iterative methods

Abstract

The distinctive paper is devoted to development of two-stage numerical method. At the first stage, the discrete problem is solved on a coarse grid, where the number of nodes in each direction is the same and is a pow-er of 2. Then the number of nodes in each direction is doubled and the resulting solution on a coarse grid using a discrete Haar basis is defined at the nodes of the fine grid as the initial approximation. At the second stage, we ob-tain a solution in the nodes of the fine grid using the most appropriate iterative method,. Test examples of the solu-tion of one-dimensional, two-dimensional and three-dimensional boundary problems are under consideration

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Published

2017-03-22

How to Cite

Mozgaleva, M. L. (2017). TWO-STAGE GRID METHOD OF SOLUTION OF BOUNDARY PROBLEMS OF STRUCTURAL MECHANICS WITH THE USE OF DISCRETE HAAR BASIS. International Journal for Computational Civil and Structural Engineering, 13(1), 69-85. https://doi.org/10.22337/2587-9618-2017-13-1-69-85

Keywords

boundary problems, discrete formulation, discrete Haar basis, iterative methods

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